INTER-OFFICE MEMO
Table 5: 2030 Weekday PM Peak Hour Arterial Level of Service - Wyandotte Street East Peak Direction (Eastbound)
| Scenario | 2030 with Diversion | 2030 with Diversion & Lane Reductions | ||||||
|---|---|---|---|---|---|---|---|---|
| Description | Volumes: 2030 background plus diversion from RiversideDrive, existing mode splitLane Configurations: existingSignal Timings: splits optimized at intersections with critical movements | Volumes: 2030 background plus diversion from RiversideDrive, ATMP target mode splitLane Configurations: lanes reduced to accommodate bike facilitySignal Timings: splits optimized at intersections with critical movements | ||||||
| Cross Street | Travel Time (s) | Dist (km) | Arterial Speed (km/h) | Arterial Level of Service | Travel Time (s) | Dist (km) | Arterial Speed (km/h) | Arterial Level of Service |
| Devonshire Rd | 349.6 | 0.19 | 1.9 | F | 210.4 | 0.19 | 3.2 | F |
| Monmouth Rd | 40.8 | 0.22 | 19.4 | E | 32.5 | 0.22 | 24.4 | D |
| Walker Rd | 80.9 | 0.12 | 5.4 | F | 32.1 | 0.12 | 13.7 | F |
| Drouillard Rd | 57.3 | 0.55 | 34.3 | C | 88.3 | 0.55 | 22.3 | E |
| Strabane Ave | 51.5 | 0.62 | 43.3 | B | 71.1 | 0.62 | 31.3 | C |
| George Ave | 47.3 | 0.54 | 41.4 | B | 59.0 | 0.54 | 33.2 | C |
| Pillette Rd | 76.7 | 0.66 | 30.8 | C | 269.9 | 0.66 | 8.7 | F |
| Raymo Rd | 26.3 | 0.24 | 32.9 | C | 34.4 | 0.24 | 25.2 | D |
| Thompson Blvd | 45.4 | 0.52 | 41.0 | B | 127.6 | 0.52 | 14.6 | F |
| St. Louis Ave | 24.7 | 0.25 | 36.2 | C | 33.6 | 0.25 | 26.6 | D |
| Jefferson Blvd | 33.8 | 0.38 | 40.7 | B | 48.2 | 0.38 | 28.6 | D |
| St. Rose Ave | 69.3 | 0.80 | 41.6 | B | 151.3 | 0.80 | 19.0 | E |
| Lauzon Rd | 105.5 | 0.92 | 31.3 | C | 163.5 | 0.92 | 20.2 | E |
| Watson Ave | 57.6 | 0.29 | 18.4 | E | 45.6 | 0.29 | 23.3 | D |
| Total | 1066.7 | 6.30 | 21.2 | E | 1367.5 | 6.30 | 16.6 | E |
2040 Arterial Level of Service
2040 arterial level of service operations are summarized in Table 6 and Table 7.
With existing lane configurations, 2040 overall operations are satisfactory (LOS C) in the weekday AM peak hour and marginal (LOS E) in the weekday PM peak hour. Certain individual segments in both peak hours experience marginal (LOS E) or poor (LOS F) operations, with operations in these segments generally worse than in 2030.
With reduced motor vehicle lanes to accommodate bicycle facilities, operations in 2040 have degraded significantly compared to 2030. Overall level of service for the corridor in 2040 is satisfactory (LOS D) in the weekday PM peak hour and marginal (LOS E) in the weekday PM peak hour. Certain segments in both peak hours operate marginally (LOS E) or poorly (LOS F).